Evaluating Influence of Microscopic Properties on Mechanical Behavior of Gravelly Soils by Using Discrete-Element Method-Reference-Cited by-同舟云学术

Evaluating Influence of Microscopic Properties on Mechanical Behavior of Gravelly Soils by Using Discrete-Element Method

Published:2021-12 Issue:12 Volume:21 Page:04021228
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ho Thi Kim Thoa¹,Weng Meng-Chia²^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, National Yang Ming Chiao Tung Univ., Hsinchu, Taiwan 30010, R.O.C.

2. Professor, Dept. of Civil Engineering, National Yang Ming Chiao Tung Univ., Hsinchu, Taiwan 30010, R.O.C. (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002178

Reference37 articles.

1. ASTM. 2006. Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM D2487. West Conshohocken, PA: ASTM.

2. Numerical simulation of drained triaxial test using 3D discrete element modeling

3. Estimation of the shear strength of gravel deposits based on field investigated geological factors

4. Modeling particle rolling behavior by the modified eccentric circle model of DEM;Chang Y. L.;Rock Mech. Rock Eng.,2012

5. The influence of confining pressure on the shear strength of compacted rockfill

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